Overview of long-distance flow-slide caused by the 2018 Sulawesi earthquake, Indonesia

被引:39
作者
Kiyota, Takashi [1 ]
Furuichi, Hisashi [2 ]
Hidayat, Risqi Faris [3 ]
Tada, Naoto [4 ]
Nawir, Hasbullah [5 ]
机构
[1] Univ Tokyo, Inst Ind Sci, Meguro Ku, 4-6-1 Komaba, Tokyo 1538505, Japan
[2] Yachiyo Engn Co Ltd, Int Div, Water Resources Dept, Taito Ku, CS Tower,5-20-8 Asakusabashi, Tokyo 1118648, Japan
[3] Univ Tokyo, Inst Ind Sci, Tokyo, Japan
[4] Japan Int Cooperat Agcy Indonesia Off, Disaster Risk Reduct Expert, Sentral Senayan 2,14th Floor,Jalan Asia Afrika 8, Jakarta 10270, Indonesia
[5] Bandung Inst Technol, Fac Civil & Environm Engn, Dept Civil Engn, Jalan Ganesha 10, Bandung 40132, Indonesia
关键词
Sulawesi earthquake; Long-distance flow-slide; Damage survey; Confined groundwater; LIQUEFIED SAND; SUPERSHEAR;
D O I
10.1016/j.sandf.2020.03.015
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
On 28th September 2018, an earthquake of Mw 7.5 struck Donggala Regency, Central Sulawesi, Indonesia, resulting in a catastrophic disaster and a large numbers of casualties. In this report, the results of the preliminary field investigations carried out by the authors' team are summarized. The earthquake caused four major long-distance flow-slides on very gentle slopes of approximately 1-5% in and around Palu City: Balaroa, Petobo, Jono Oge and Sibalaya. The maximum flow distance at each site was several hundred meters or more. Spring waters were found in all affected areas even though there had not been a lot of rainfall before the survey. Interviews with local residents and witnesses of the flow-slide provided much evidence that the shallow groundwater in the affected areas had been pressurized before the earthquake. This confined groundwater is thought to have played an important role in the occurrence of longdistance flow-slide. In addition, the thickness of the flowed ground was found to be about 1.5 m by pit excavation survey in Jono Oge. Based on the results of the field survey and provided evidence, the likely fundamental mechanisms of the flow-slide are discussed. (C) 2020 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society.
引用
收藏
页码:722 / 735
页数:14
相关论文
共 22 条
[21]  
Watkinson IM, 2011, GEOL SOC SPEC PUBL, V355, P157, DOI 10.1144/SP355.8
[22]   Flow deformation of liquefied sand under constant shear load and its application to analysis of flow slide of infinite slope [J].
Yoshimine, M ;
Nishizaki, H ;
Amano, K ;
Hosono, Y .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2006, 26 (2-4) :253-264